GU 6N

AGIyWel,yrgAL
cm2kg/mcm4cm3cmm2/m
Per S53.441.92 1602156.360.76
Per D106.883.811 61075010.431.51
Per T160.2125.716 20089010.062.26
Per m of wall89.069.99 67062510.431.26

A Sectional area
G Mass per m
Iy Moment of inertia about the main neutral axis y-y
Wel,y Elastic section modulus
rg Radius of gyration about the y-y axis
AL Coating area. One side, excludes inside of interlocks
S Single pile: considered neutral axis y'-y'
D Double pile, wall: considered neutral axis y-y
T Triple pile: considered neutral axis y"-y"


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